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STA- 34+29-.83,- SEE -WEST PROFILE; - SHT +1+86 ............... ................... .............................. 0 ..........:......I................................................................................................................................................................................................ . ..... ...... .. ............ ....... .. * .... ...... . ........................................................... 0 . S 4TH PLACE JOINT UTILITY TRENCH CROSSING PROFILE 1. SEE JOINT UTILITY TRENCH PLANS AND SECTIONS FOR APPROXIMATE PLAN LAYOUT AND DETAILS, SHEETS 164-179. 2. THE JOINT TRENCH PROFILE SHOWN IS APPROXIMATE. ADJUST THE PROFILE AS NECESSARY 1T 0 AVOID CONFLICTS WITH EXISTING AND PROPOSED UTILITIES, ;CHILE- MAINTAINING 36" MINIMUM COVER OVER CONDUITS AND 12" MINIMUM VERTICAL CLEARANCE BETWEEN OTHER UNDERGROUND UTILITIES. THE CONTRACTOR SHALL VERTICALLY TRANSITION THE TRENCH DEPTH BY DEFLECTING JOINTS OR INSTALLING BENDS PER THE FRANCHISE UTILITY REQUIREMENTS, AND TYPICAL JOINT UTILITY TRENCH TRANSITION DETAIL, SHEET 174. 3. LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY BY POTHOLING BEFORE EXCAVATION. 4. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW CONTINUED OPERATION OF ALL EXISTING UTILITIES UNTIL NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AND FULLY OPERATIONAL, CONTRACTOR SHALL REMOVE OR ABANDON EXISTING FACILITIES NO LONGER IN USE. 5. COORDINATE JOINT UTILITY TRENCH PROFILE WITH WATER PROFILE, SHEETS 146-159 AND STORM DRAINAGE PROFILE. 6. FOR PROFILE REFERENCE POINT, SEE TYPICAL JOINT UTILITY TRENCH PROFILE COORDINATION DETAIL, SHEET 174. 8.0 ...... ............................... ................................... ............................... ......... * ........ ........... ......... .......... ................. ......... * ....... * ....... ........ ........... ................ ...... ........... ....... ... 80 ............................................................. --- --- ------- ............. ............................... . . . .... ..... ...................................... ......... ........................ ...... .... ............................................................. .. .. ....... ....... .............................. . ........... ....... - - -- - ..................................... -- 60 .... ........ . =_ ....... ... ....... ......... .. 60 L,_j ............................................................................. ..................... .......... 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STA -42+40.-97- -SEE WEST' PROFILE,' JSHT' .............. 18-8 ................ ....................... .. .................... ........ .. ..... .. ....... ............. * .......... .................... ........ .......... 0 ........................................ ................ .......... ...... ........ ........ ........................ ................ .... ...... ........................................................................................................ ................................ ............... .. ... * ......... ...... ............................... .............................. *'*'** ........ .. 0 .......... STA 42+40 JOINT UTILITY TRENCH CROSSING PROFILE HORIZONTAL SCALE IN FEET VERT. SCALE-1 /2 HORIZ. SCALE T-3430 131 CITY OF RENTON RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST Public Works Department APPROVE FOR CONSTRUCTION JOINT UTILITY TRENCH PROFILE CROSSINGS STA 30+00, S 4TH PL AND STA 42+40 CROSSINGS BY: DATE